Specifications include, but are not limited to: Schedule A – Ridgefield Drive & Drinkhouse Drive: Remove 4” of existing surface course. Use for tapering gravel driveways, and as directed. Waste any excess off site. D-1 import is 3” thick. Pavement section is 2” HMA, 20’ wide. Gravel shoulders are 1-2’ wide of D-1. Estimated to be less than $110,000. Schedule B – Moose Park Subdivision Phase II: Remove 4” of existing surface course. Use for tapering gravel driveways, and as directed. Waste any excess off site. D-1 import is 3” thick. Pavement section is 2” HMA, 20’ wide. Gravel shoulders are 1-2’ wide of D-1. Estimated to be less than $485,000. Add Alternative #1 – S Marina Circle: Remove 4” of existing surface course. Use for tapering gravel driveways, and as directed. Waste any excess off site. D-1 import is 3” thick. Pavement section is 2” HMA, 20’ wide. Gravel shoulders are 1-2’ wide of D-1. Estimated to be less than $70,000. Add Alternative #2 – E Forest Grove Circle: Remove 2” of existing surface course. Use for tapering gravel driveways, and as directed. Waste any excess off site. D-1 import is 2” thick. Pavement section is 2” HMA, 18’ wide. Gravel shoulders are 1’ wide. Adjust the existing Manhole to match finish asphalt surface. Estimated to be less than $70,000. Add Alternative #3 – Copper Creek Speed Humps: Place three speed humps on Copper Creek near the Williwaw Community Park. Refer to the site map for the approximate location of the three speed humps. Maintain the spacing between the two speed humps south of E. Chickaloon Road. Estimated to be less than $30,000.
